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Home My WebLink About3667-15; 2007 PAVEMENT OVERLAY PROJECT; REPORT OF TESTS; 2007-11-07.5. . ,•. . . S 1-7 ENG . •• .. S LAIB ci1&AI1 R.IE S 3310 Airport Way Long Beach CA 90806 I 562 426 3355 phone / 562 426 6424fax / wwwtwrninglabs corn OF S 1 Noèmber.7•, 2007 . Job No: 070638.1 . S. S . Lab No:. 0756978 s All Amencan Aspalt Post Office Box 2229 Corona," Cal ifornia 92878 Attentiôn: Robert Schwartz, Technical Services Manager DSNOSHPDNo: N/A Project City of Carlsbad 2007 Pavement Reh"bilitation Govt Contract No N/A REPORT OF TESTS . . Mixture Type: SSPWC Sec.203 ARHM-GG-C with Type :Rübber S -Mixture Source: All American Asphalt - Irvine' ., . . •• . . ' J. Binder Type: PG64-16 type B Rubber Blend . .. S C Binder Source: ParamOunt Petroleum . . . Sample Location: A) Sampled from All American Irvine Drum Plant11-6-07 . . . . Sampled By: client . Date Sampled: 11//07 . . . . . . ' . . . . Quantitative Extraction of'BituniinoUs'MixtUies: (Test Method dM382)' Specifications M. ax % Bitumen by5Weight of Dry Aggregate: 7.2 . . . •..: . . 71 .8,1 % Bitumen by Total Wei ht of Mixture: 6.7 . .. . . •"• . . . NIA Ignition Oven Correction Factor 0,_10 I Binder Content results: asreported; appear to be Within the Specification Limits. Sieve Analysis of Extracted Material (Test Method ASTM D5444) Sieve'Size • Percent Passing Max A 1/2" (37.5 mm) 100 . . • . :- jfl . (250rn) . .100 : " . • _______ _______ _______ 3/4" (19'thm) 100 S• 'S • 100' .. ______ 1I2 m (125m) 96 90 100 3/8". . (9.5 mm) ' 81 . : . . . . • . . 78 92.. 44 . (4.75 mm) •" 39 . . S. •' S • . 28 . .42. (2.36-mm). "" . 18 '5 . .. 15. "#16 (118'mm) . 12 . . . . . #30 ". ',(600'um) 8 . • . ..... . . . . . . 5 15 #5,0 (300 urn) . ... #100 (l5Oum).... 5 4 .• . . S •, . . •. . . . ,.' _______ '. #200 , .(75u'm) -. 5 .: 2.3 . • . . . . . - 2'..... Sieve Anélis resuIt.,"ès reported, ap,oearto be wfthin SpecificationLimits. Pagelof2 .5 . . . All reports remain the property of TWINING LABORATORIES of SOUTHERN CALIFORNIA,INC Authorization for publication of our reports conclusions, or'extráctsfrorn.or iegarding them is reserved pending our written approval as a mutual protection to clients, the public änd.durseivO.: — Long Beach Riverside San Diego ,Irvine — TW1ANG LA.IB ES 3310 Airport Way Long Beach CA 90806 I 562 426 3355 phone/ 562 426.6424fax I w'wwtwmrnglabs.com OFS NLk . . Bulk Specific Gravity of Bituminous Mixtures (Test Method CTM 308A) Spec,ftctions Ad California Stability of Bituminous Mixtures (Test Method CTM 366) Stability.Ylue: . .. :1 26 .. .• .. 23.. Stability iésultssreportéd, appear'to bè.within the Specificótion Limits. . ... . Theoretical Maximum Specific Gravity of Bituminous Mixtures (Test Method CTM 309) . . Bulk$peGra'ity: •. . •.. . 2.342 .. . . ... . . •.. .NIA Density pcf 1461 NIA Min., Max Maximum Spectfic Gravity 2.467 N!A Air Voids 5.1 . .: . . . . . 3.0 I .. Pag62of2 . . . . All reports remain the property f TWININGLABORATORIES of SOUTHERN CALIFORNIA; INC. AuthorlzatIoi fors publlcatioi of. our reports, conclusions, or extracts from Or regarding them is reserved pending our written approval as a mutual protection to clients, the public and ourselves. Long Beach Riverside San Diego Irvine . ............5 . - . .. .,. . . ..._f.. .. ..............